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ARCHIVED REPORTS_XR0012046
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0012046
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Last modified
1/24/2020 1:01:44 PM
Creation date
1/24/2020 11:26:27 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012046
RECORD_ID
PR0545229
PE
3526
FACILITY_ID
FA0003903
FACILITY_NAME
TOSCO CORPORATION #31258
STREET_NUMBER
4707
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816004
CURRENT_STATUS
02
SITE_LOCATION
4707 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> • Working To Restore Nature <br /> Evaluation of Aquifer Parameters <br /> Purpose and Scope <br /> RESNA Industries conducted a series of constant-rate pumping tests at the site to evaluate <br /> hydrologic and well conditions and provide baseline information for the possible design and <br /> operation of a groundwater remedial system The testing program comprised three <br /> separate elements designed to provide different types of information The first element <br /> consisted of a period of static ground-water monitoring. These data were used to establish <br /> initial conditions and to aid the evaluation of the significance of water-level changes <br /> observed during the later pumping test <br /> The second element of the test program consisted of five short-term constant-rate tests using <br /> well PTW-1 This series of tests provided information regarding the well productivity and <br /> efficiency The tests were also used to select the rate for the longer-term constant-rate <br /> pumping test which constituted the third element of the testing program <br /> The long-duration, constant-rate pumping test utilized well PTW-1 for production and wells <br /> MW-6, MW-7, and MW-11 as observation wells Data from this test were used to evaluate <br /> the hydraulic parameters transmissivity (T) and specific yield (Sy) and to provide information <br /> regarding aquifer boundary conditions and anisotropy <br /> Test Instrumentation and Format <br /> The production well PTW-1 was outfitted with a 4-inch submersible pump which was <br /> plumbed through a gate valve and flow meter to a 21,000-gallon storage tank onsite The <br /> discharge rate was controlled and recorded manually <br /> Drawdown in the pumping well and in observation wells MW-6, MW-7, and MW-11 was <br /> recorded both manually with a conductivity probe and automatically using a data pressure <br /> logger/transducer system <br /> During the first portion of the test program, static water levels in well PTW-1 were <br /> monitored for approximately 65 hours This monitoring was conducted to evaluate short <br /> term fluctuations in the shallow aquifer under non-pumping conditions Real time plot of <br /> the depth to water in PTW-1 is shown on Plate 1-PT <br /> The second phase of the test program began with two short-duration constant-rate tests of <br /> approximately 2 0 and 5 0 gallons per minute (gpm) The pumping duration of each test was <br /> approximately 60 minutes The well was allowed to recover completely between each test <br /> During the second pulse test at 5 gpm, significant amounts of silt were produced suggesting <br /> the well was still undergoing development After this test, a third pulse test at 3 55 gpm was <br /> begun, but we decided to continue this test for the long-term aquifer evaluation Because <br /> of the development observed during the second pulse test, two additional 50-minute pulse <br /> tests at 2 2 and 4 5 gpm were performed after the conclusion of the long-term test The <br /> 38032-10 <br />
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